| Date |
Text |
| 2002-02-01 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01120265 |
| | 202 WESTMINISTER RD |
| | CONT: LEVESQUE CONST |
| | TEL: 758-1939 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS/ STANDARD BUILDING CODE |
| | |
| | |
| | 1)- DISCREPANCY BETWEEN THE SURVEY WEST |
| | SETBACK OF 5'-8" ON SURVEY VS 7'-0" ON |
| | THE PLOT PLAN. |
| | |
| | 2)- SBC 1606.2.6.2/ PRODUCT APPROVALS: |
| | A) DOOR # 19 MISSING PRODUCT APPROVAL |
| | FOR INSWING FRONT DOOR. |
| | B) DOOR #3 & 4 OVERHEAD GARAGE DOORS, |
| | PLANS INDICATE THE DOORS TO BE 9'-0"X |
| | 7'-0" THE PRODUCT APPROVAL IS FOR A |
| | 9'-0"X 8'-0" ONLY. |
| | C) FRENCH DOORS INDICATE A TRANSOM |
| | ABOVE, THE PRODUCT APPROVALS ARE FOR |
| | "LIMITATIONS" TESTED FOR A SINGLE |
| | UNIT. PRODUCT TESTING REPORT FOR |
| | MULLIONS SHALL BE REQUIRED. |
| | THE SAME SITUATION EXIST WITH THE |
| | USE OF MULIPLE WINDOWS, SEE LIMIT- |
| | ATIONS. |
| | D) FRENCH DOORS WITH A SIDELITE SHALL |
| | ALSO BE TESTED IN THIS SAME MANNER. |
| | SEE LIMITATIONS. |
| | E) FIXED GLASS PRODUCT LIMITATION |
| | ONE UNIT SHALL REQUIRE MULLION REPORT |
| | |
| | 3) SBC 1005.4.4 EMERGENCY ESCAPE & RES- |
| | CUE OPENINGS:MINIMUM SIZE, CLEAR OPENING |
| | SEE ATTACHMENT, ALSO 5.7 SQ. FT REQUIRED |
| | OPEN AREA FOR SLEEPING ROOMS ABOVE THE |
| | FIRST FLOOR. |
| | |
| | 4)- FACTORY BUILT FIREPLACES & CHIMNEYS: |
| | SBC 2806.1.2 FACTORY BUILT FIREPLACES |
| | SHALL BE TESTED IN ACCORDANCE WITH & |
| | MEET THE REQUIREMENTS OF UL 127 & SEC. |
| | 2806. SBC 2810 FRESH AIR INTAKE. |
| | |
| | 5)- SHEET 8 FIREPLACE CHIMNEY FRAMING, |
| | INDICATE THE SYSTEM TO RESIST MOMENT OF |
| | OVERTURNING, FRAMING DETAILS, GIRDER |
| | TRUSS AND ATTACHMENT TO RESIST 110 MPH |
| | WINDS! |
| | |
| | 6)- DOOR #20 INTERIOR DOOR INDICATES |
| | SAME AS 14, A POCKET DOOR, WHILE PLANS |
| | INDICATE SWING? |
| | |
| | 7)- SHEET 3 SBC 2309.6 ATTIC ACCESS: |
| | 22'X36", HOUSE & 2ND FLOOR GARAGE. |
| | |
| | 8)- SHEET 9-4 MISSING POST TO BUILT UP |
| | BEAM CONNECTION. |
| | |
| | 9)- TRUSS & GIRDER LOADS,VERTICAL, |
| | HORIZONTAL & GRAVITY, HURRICANE ANCHOR- |
| | ING SCHEDULE WITH MANUFAC. LOADS, UPLIFT |
| | VALUES, PLY, 12 OR 3 TRUSS |
| | |
| | 10)- GARAGE 2ND STORY OVER 500 SQ FT |
| | SBC 2305.2.2 DRAFT STOPPING REQUIRED |
| | |
| | 11)- SHEET 9, SHEET 10 ANCHOR LEDGER |
| | BOLTS, LENGTH? |
| | |
| | 12)- SHEET 4&5 GUARDRAILS SEE SECTION |
| | 1015.3 OPENINGS, A 4" SPHERE CAN NOT |
| | PASS THROUGH PICKETS, BOTTOM RAIL |
| | A 2" SPHERE CAN NOT PASS BETWEEN THE |
| | FLOOR AND BOTTOM RAIL. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X8412 |
